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Transcript of SIGMA GROUP – R Piling & Shoringsigmagroupme.com/downloads/Roots Pilling foundation.pdf · We at...
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring
We at SIGMA GROUP of companies are a leading venture in the widely
growing, construction sector. Since the commencements of its last 10 years,
with its logistic centre in Dubai , UAE ,the group has been playing a
significant role in the infrastructural development , providing both industrial
and commercial construction solutions.
SIGMA GROUP is a one – stop access to all the major construction field
activities, covering structural steel & pre- engineering products, general &
industrial contracting , MEP, HAVC, post tension , piling and shoring , solar
trading , project development , structural glazing & aluminum, joinery
interior decoration, fencing & transportation services and last but not least
construction project finance.
With our insight, innovations and technology – focused expertise, who include
professional engineers, business management and strategical planning , our
graduates engineering technologists, managers with exceptional field
experience & trained technicians, forming many strong workforce, we have
enlarged our market share & widened our market scope .
The group has been playing and providing both industrial and commercial
construction solutions.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring
We herby confirm our interest to be enlisted as your preferred
contractor /subcontractor and would assure you the best of our
services which includes:
• Commercial & Residential Buildings • construction project finance • Luxury Villas • Sub – station Buildings • Warehouses • Landscaping , Swimming Pool. • Full MEP Contracting • Steel Structures • Wooden and Joinery • Aluminum & Glass • Cast Aluminum • Solar Trading • Post Tension • Piling and Shoring. Assuring of Our Best Services All Times
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Our Mission
We at SIGMA GROUP are a leading , multi – faceted company
actively dominating our presence in the industrial / construction
in and around the United Arab Emirates.
Our Mission is to expand and establish ourselves in every
possible dimensions, catering the diversified needs of today’s
market , always abide with our principle of ‘‘ Business with
ethics ’’ adapt to every change in the business environment for
ensuring the satisfaction of both our valued customers and the
market in which we function.
In order to achieve our Mission, we will be :
Committed to meet the highest standard of quality and safety
by following stringent measure and guidelines practically .
Updating our work force with the latest system / technologies in
the related field using expertise aids /supports.
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Providing a hassle –free working environment enabling a smooth and maximum performance- output. Communicating with maximum transparency throughout the system. Team working with a goal – centered, aggressive approach , wherein each individual opinion is acknowledge & respected , hence making the team a distinct strong force moving ahead. Recognizing & Rewarding talents and performances. Building Relationships based on trust, confidence and respect. Respecting the natural environment and always upholding the culture and value of the communities, which we work in. Underlying the mission of SIGMA GROUP is the
determination to seek new and creative ways of addressing all
the above, by performing with the knowledge that, today is the
most important day, of the group’s most important month, of
the group’s most important year.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring SIGMA GROUP – RE-mail :[email protected] , [email protected]
ABOUT US
ROOTS PILING FOUNDATION L.L.C is a privately owned partnership, a leading company in
the field of piling foundation and has been known for its outstanding job performance with
International Standards on Quality.
Established sometime in the year 2008 by the passion of the diverse certified, proficient and
strong minded engineers, who integrated their knowledge so to provide the best services, the
company has entered a number of contracts with other leading companies. This unique
combination strengthens all aspects of measurement and assessment of the project quality and
provides clients with the highest level that projects life cycle targets will be met. With our full spectrum of Engineering and Professional Services, we are proud to
execute our groundwork services with distinct competence, such as the following:
1) Piling
2) Shoring
3) Sheet Piles
4) Anchoring &Grouting
5) Dewatering
6) Geotechnical Support Roots Piling Foundation is nothing less than a turnkey solution of your piling needs. From
preliminary consent to final ribbon cutting, our experienced project managers, superintendents,
engineers, field workers, and support personnel ensure the outstanding outcome of every project.
We provide high- quality information to serve our client in a manner that promotes professional
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and civic awareness. Our standards and policies ensure to maximize the quality, objectivity,
utility and integrity of this information. We review quality issues and adjust our programs and
processes to ensure continuous quality improvement
VISION We intend on becoming the recognized leader in providing services for the piling industry in the
Middle East and aspiring to be the most preferred engineering solutions provided for our clients
in our field of expertise by executing projects in a safe, timely and quality oriented manner,
thereby committing to our slogan of “Excellence. Integrity. Efficiency.”
MISSION: RPF is a company devoted to providing exceptional services to its clients ensuring
professionalism, dedication and our commitment towards excellence, efficiency and integrity.
We promise long lasting relationships with consistent profitability while retaining mutually
beneficial relationships with all our esteemed Clients, Consultants, Suppliers, Subcontractors
and our Employees.
CORE VALUES: RPF’s Core Values represent who we are and provide without question, the standard of behavior
by which we conduct business. These values are the heart and soul of RPF. Our Code embodies
the Vision of our company for our future success. Our core values represent how we treat each
other, how we deal with our customers, how we respond to our partners the Suppliers and or
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Consultants, and on how we hold each other and ourselves accountable. This is the legacy will
leave for the generations to come. The Core Values to which we hold the conduct of our business are EXCELLENCE, INTERGRITY
AND EFFICIENCY.
HEALTH AND SAFETY POLICY: Roots Piling Foundation believes that Health Safety & Environment Protection is of everybody’s
concern and therefore it is vital to the ultimate success of the organization. The entire
responsibilities in implementing H.S.E system rest with the line management and under any
circumstances, operation activities should not take priority over safety. We strongly believe that
we could achieve the “Zero Accident” Performance if Safety is our Top Priority upon the
execution of a job.
There can be no compromise to safety, it is and always will be the responsibility of each and
every member of this firm. It is incumbent for every worker to ensure that he does not deviate
from the relevant safety standards, rules and regulations to which he is bound to follow while
doing construction activities or in the construction site and or in the office itself. These are all
incorporated in Roots HSE Plan. We have strong conviction that Health, Safety and Environmental protection in operation
activities are closely associated with greater efficiency, quality and productivity.
RPF’s HSE Plan for projects work has been prepared and written with great emphasis on relevant standards, statutory requirement and other rules & regulation.
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QUALITY POLICY: RPF’s quality objectives are to complete projects in accordance with the agreed program,
specification cost, to the highest standards of quality and efficiency whilst ensuring
statutory and regulatory requirements are complied and Client expectations are met. RPF
shall ensure that all items either constructed by RPF or that of its sub contractors and suppliers
shall meet the project quality requirements. The company’s Policy is focused on the internationally acceptable standards in the Piling
Construction Industry and by continuously reviewing its engineering methods, technologies and
equipment for Shoring, Pile Casting, Pile testing, Anchoring, ground excavations, architectural
designing and dewatering works to pass not only the Safety requirements as mandated by
Construction and other governing Laws but most of all to the satisfaction of our clients with our
conformance of the strict specifications imposed with the contracts we had entered with them . The successful implementation of the Quality Control Policies and procedures lies in the
capabilities and experience of the Management Team together with the rest of the workforce,
working as a Team dedicated to achieving a common goal – To produce an excellent result from
our grounding/Piling Services which we are an expert into, with a “Zero Accident” in Safety and
maintaining a safe environment from the beginning of the project to the end of the project.
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METHODS OF PILING
Classification by Method of Load Transmission The load of a structure may be transmitted to the ground by
1. End Bearing Piles
The base of an end bearing pile rests on a relatively firm soil such as rock, very dense sand or
gravel. The load of the structure is transmitted through the pile into this firm soil. Because the
base of the pile bears the load of the structure, this type of pile is known as an end bearing pile.
Two types of end bearing piles are shown in the Fig.1:
A. The preformed timber pile B. The in-situ reinforced concrete pile.
Both types transmit their load into the firm soil layer of the ground.
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SIGMA GROUP – RE-mail :[email protected] , [email protected]
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2. Friction Piles
If the firm soil is at a considerable depth, it may be very expensive to use end bearing piles. In
such situations, the piles are driven through the penetrable soil for some distance. The piles
transmit the load of the structure to the penetrable soil by means of skin friction or cohesion
between the soil and the embedded surface of the pile. This type of pile, shown in Fig. 2, is
called a friction pile.
Friction piles may be used to support a downward load, as shown in Fig. 2, From the diagram, it
can be observed that skin friction is acting downwards, in opposition to the upward load.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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RECENT AVAILABLE TECHNIQUES IN PILING AND SHORING WORKS:
A. Piling Techniques:
A.1 Conventional Bored Piles :
Conventional bored piles are drilled by the rotary process through the soil layers
using RPF Piling special design, drilling equipment and tools. This process
guarantees minimum disturbance to original soil conditions.
The system of standard cast in place piling system has been approved by many of the
world’s leading consultants, universities and research institutes. This system has been
extensively utilized through the international market.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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A.2 Continuous Flight Auger (CFA)
Through CFA piling technique, each pile is formed by screwing a continuous auger into
the ground to the required depth. Concrete is then pumped under pressure down the
hollow stem of the auger to the bottom of the bore. Once pumping starts, the auger is
progressively withdrawn bringing soils with it to the surface.
These operations are monitored in the driver's cab by the most advanced
computerized instrumentation system which ensures that the replacement concrete
column is formed correctly throughout the entire construction process. When the auger and its load of soil are finally removed, reinforcement to meet the design
requirement is placed in the concrete pile
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Machine CM 48 is working on CFA Piles at Mussafah
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B. Shoring (earth support) Systems: B.1 Soldier Piles Walls
The bulk-excavation process is executed in layers, to allow for the lagging panels (timber/ R.C
slabs) installation at the same time during excavation. Installation of the soldier piles (sometimes two back-to-back C-channels are used as a concrete of
the soldier pile (or the two back-to-back C-channels) The bulk-excavation process is executed in layers, to allow for the lagging panels installation at the
same time during excavation.
SIGMA GROUP – R
Soldier Pile wall at Jumeirah Village 300 I Beams pieces. (Eternal Building) 600 L.M. ; One Basement
Shoring E-mail :[email protected] , [email protected]
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Contiguous Piles,I
Beams and Anchors at
Crown Avenue ;
2 Basements
SIGMA GROUP – RShoring E-mail :[email protected] , [email protected]
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SIGMA GROUP – RShoring E-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring SIGMA GROUP – RE-mail :[email protected] , [email protected]
B.2 Secant Piles Wall
The demand for efficient and economic retaining walls solutions has significantly increased during the past few years. With the varying conditions of adjacent soils / structures, the secant piles walls can be considered as one of the best solutions to handle / overcome such variance. The secant piles wall consists of two types of piles:
- Primary piles: which are rotary drilled to the required level, but poured with plastic
concrete (a mix of plain concrete and bentonite slurry), and no reinforcement is used.
- Secondary piles: which are rotary drilled to the required level (cutting through the edges of
the primary piles), then installation of reinforcement and pouring of concrete is carried out in
the same way as bored piles. The secondary piles are reinforced and designed to take the earth pressure and surcharges from adjacent
streets and structures, while the primary piles are formed of plastic concrete to allow for the cutting of
secondary piles, and at the same time creating an interlocking frontier to prevent ground water from
seeping into the excavation side.
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Shoring contiguous piles and struts at Jumeirah
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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C. Ground Anchors
Ground Anchors nowadays provide a non-obstructive, cost effective and time saving
solution for projects that include deep excavations works.
Deep excavations can now be constructed without the need for the huge / giant steel
struts as a routine procedure. Retaining walls for deep excavations can safely be tied
back by Ground Anchors, regardless of the type of soil the anchors are imbedded in.
SIGMA GROUP – R
Secant Piles and Anchors for project “City Tower” in Al Baraha.
E-mail :[email protected] , [email protected]
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Piles Testing
a. Static / Plate Load Test. b. Tension Test. c. Dynamic Test. d. Crosse Hole Sonic Test. e. Integrity Test. f. Caliper Test. g. Strain Gauge Test.
Normally in the piling field, there are only four (4) kinds of Piles Testing that are often used. The following are 1.Static Load Test 2.Dynamic Test 3. Integrity Test and 4. Crosse Hole Sonic Test. The rest of the tests are conducted on the program of the client or the Engineer.
Roots Piling Foundation works generally on the following Tests:
1. Static / Plate Load Test.
The bearing capacity is dependent on the size, shape and type of pile and on the properties of the soil in which it is embedded. The ultimate bearing capacity is the load at which the resistance of the soil becomes full mobilized while the load being greater than bearing capacity, which causes the head of the pile to settlement 10% from the pile head.
General pile load test on Preliminary (Non-Working Test Pile (NWTP)) and Working Test Piles (WTP) are to be carried out as per requirement of the specification. The test load on Preliminary Pile and Working Piles are defined in the specifications.
The test assembly consists of the following:
• Hydraulic Jack. • Pressure Gauge or Load Cell o Settlement Measuring Gauge. o Reference Datum. • Counter Weight Kent ledge, Ground Anchors or Reaction Piles.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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SIGMA GROUP – RE-mail :[email protected] , [email protected]
600 Tons Static / Plate Load Test for the YAS Island Project
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SIGMA GROUP – RE-mail :[email protected] , [email protected]
Preparation Of 250 Tons Static / Plate Load Test
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SIGMA GROUP – RE-mail :[email protected] , [email protected]
Pile Tension Test For 1000 Tons Testing Gauges
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1. Dynamic Test.
rrying capacity, structural
tegrity, and load-movement and piles-soil load transfer relationship.
ith the guidance given in ASTM S4945 for the year 200 standard
unless as otherwise noted below.
. Dynamic Testing Firm
testing specialist from a firm with a minimum of (5) years experience in dynamic shaft load testing.
2. Integrity Test
High strain dynamic testing is performed by obtaining and analyzing record of shaft force and
velocity under drop weight impacts for evaluations of piles load ca
in
The work shall consist of all furnished materials, equipment and labor necessary for conducting
high-strain dynamic test on piles. The contractor will not be responsible for conducting the test,
but will be required to supply materials and labor as hereinafter specified and including prior to
during and after the load test. High-Strain dynamic testing is a non-destructive quick test and it is
intended that the pile be left in a condition suitable for use in production. The procedure to be
adopted shall be in accordance w
1
It is the responsibility of the consultant and / or contractor to employ and compensate a specialized testing firm. Testing is to be performed by an independent
Low-strain integrity testing is designed to give information about the physical dimensions,
continuity and consistency of materials used in piles. This test method covers the procedure for
determining the integrity of individual vertical or inclined piles by measuring and analyzing the
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dance given in ASTM D
5882 for the year 2000 standard procedure unless as otherwise noted below.
velocity response of a pile induces by an impact device applied axially to the pile normally at the
pile head. The procedure to be adopted shall be in accordance with the gui
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3. Cross Hole Sonic Tube
The cross-hole sonic integrity testing is one of the most advanced and economical tools
for testing the integrity of drilled shafts. Currently, there is no better method that is non-
destructive of identifying any defect in the drilled shafts.
The test determines the quality of concrete between pairs of tubes pre-installed in bored piles
cast-in-situ concrete piles, or other types of concrete foundations using the Cross-Hole
Analyzer (CHA). The CHA measures the time it takes for an ultrasonic pulse to travel from a
signal source in one access tubes will be relatively constant. Longer travel times indicate the
presence of irregularities such as poor quality concrete, voids, honeycombs and soil
intrusions. The technique to be adopted shall be in accordance with ASTM D 6760 standard
specification.
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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TYPES OF SERVICES Roots Piling Foundation has the capability to install the following types of piles.
Mentioned below.
A- Cast insitu Piles
• Bentonite System Of Piles.
• Fully Cased Piles.
• All Type of Tests Related Piles. B- Continuous Flight Auger Piles ( CFA ) C -Shoring Wall Support.
• Secant Piles Wall
• Contiguous Piles Wall
• Soldier Pile Wall
• Sheet Piles Wall
• Open Excavation
• Tai-Back Grout Anchors
• Dewatering System
• Geotechnical Support
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Piling Related Professional Projects in U.A.E. S.n.
Name Project/Owner
Location Work of Type
Job Discription
1
Eternal Building
Dubai
Jumeirah Village
Shoring
( one basement)
I-Beams Piles 300 L.M.
2
Aryene Properties
Dubai land Shoring
(Two Basements) I-Beams shoring 150 L.M.
3
Crawn Avenue
Dubai
Sprts City Shoring & Piling Works
Contigous Piles + 196 Piles
4
City Tower Al Braha
Dubai Shoring (Two Basements)
Secant Piles 240 L.M.
5 Sapphire Hotel Apartment
Dubai /Tecom Shoring & Piling
Works Secant Piles 160 L.M.+
120 Piles
6
Madison Holding Residintial
Commercial Building
Dubai-Deirah
Shoring
Continuous Piles for
Shoring
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7
Elite Building Dubai- Jumairah Vilage
Shoring&Piling
Works Contigous Piles+ 144 Piles
8
Al-Barsha Tower
Al-Barsha
Shoring (Two Basements)
Continuous Piles 180 L.M.
9
Emirates - Tower
Al-Barsha
Shoring (Two Basements)
Continuous Piles 200 L.M.
10
Al- Attar Building
Silicon Oasis
Shoring Continuous Piles 150
L.M.
11
Al-Naumiah Tower
Al-Naumiah
Piling
Pilling 90 piles
12
Ikbal Tower
Al-Nakheel
Piling I-Beams shoring 100
L.M.
13
Rashed Tower
Al-swan
Shoring +Piling I-Beams shoring 160
L.M.
14
M.R. Group Tower
Al-swan
Shoring +Piling I-Beams shoring 132
L.M +Piling
15
Prestige Tower
Al-Nakheel
Piling
Pilling 108 piles
16
Al-Jurf Building
Al-Jurf
Piling
Pilling 144 piles
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17
Rashed Shamsy Building
Al-Naumiah
Piling
Pilling 118 piles
18
Al-Kanz Building
Al-Nakheel Piling
90 Piles
19
Vally Tower
Emirates City
Piling
180 Piles
20 Ajyal Tower
Emirates City
Piling
215 Piles
21
Sameer Almahmood Tower
Sharjah
Piling
Pilling 88 piles
22
Ghazal Tower
Sharjah
Piling
Pilling 99 piles
23
Modern Indian Ideal School
Sharjah
Piling
Pilling 150 piles
24
A.Rahman Saleh AlHamid Building
Sharjah
Piling
120 piles
25
Mr.Salem Al-Swaidy Building
Sharjah
Piling
100 piles
26
Saleh Omar Bin Hayder.
Sharjah
Shoring + Piling
I- Beams shoring 132 L.M+120 Pils
27
Beach Tower, Healthy Culb
Sharjah
Shoring Continuous
Piles for Shoring 180 L.M.
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28
Ahmad El madfaa
Sharjah
Shoring+Piling
I- Beams shoring 212 L.M+232
Piles
29
Ismail Ali Mohd.
Sharjah
Piling
Pilling 100 piles
30
Mr. Mohamed Farajalla
Sharjah
Shoring+Piling I- Beams shoring 144
L.M+92Piles
31
Yas Island Club - Zublin
Abu Dhabi
Piling
124 Piles
32
Yas Island Club - Zublin
Abu Dhabi
Shoring
Sheet Pile 200 L.M.
33 Astra Bag
Abu Dhabi
Shoring
Sheet Pile 300 L.M.
34 Al-Jazira
Abu Dhabi
Shoring
Sheet Pile 150 L.M.
35 ADNOC-Bever Golf
Abu Dhabi
Piling
216 piles Khalifa Park
36
ADNOC-Bever Golf
Abu Dhabi
Piling 150 piles Mafraq Station
37
Trojan Bany-Yas Offices
Abu Dhabi
Piling 210 piles Mafraq Station
38
Al-Jazira
Abu Dhabi
Shoring
Sheet Pile 100 L.M.
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39
Modern Rock
Abu Dhabi
Shoring- piling
150 piles Mussafah
40
Daaem
Abu Dhabi
Shoring- piling
150 piles M.Bin Zayed
41
Villas
Abu Dhabi
Piling
4500 Piles Diffrerent places
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R.P.F. SHORING PROJECTS GALLERY
Two (2) Basement I Beams ; 150 soldiers for 300L.M at Aryane Building at Dubai Land
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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Secant Piles for Sapphire Hotel ; 2 Basement at Al Barsha
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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SHORING USING ANCHORS
Two (2) Basement Contiguous Piles and Anchors at Dubai’s Sports City
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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SHORING USING PILES
Two (2) Basement contiguous files for the project Crown Avenue at Dubai Sports City
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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SHORING USING STEEL BEAM
Shoring I Beams at Tawoon Square for project Ahmad El Madfaq with Karam Contractor 212 LM
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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SIGMA GROUP – RE-mail :[email protected] , [email protected]
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LIST OF EQUIPMENTS AVAILABLE IN U.A.E.
Sr. Model Function
1 MAIT HR- 130
Hydraulic Rotary Rig (Bored Piles & Continuous Flight
Auger (CFA)
2 R-10 Soilmech
Hydraulic Rotary Rig (Bored Piles & Continuous Flight
Auger (CFA))
3 CM-48 Soilmech
Hydraulic Rotary Rig Continuous Flight Auger
(CFA)
4 BG-30 Hydraulic Rotary Rig (Bored Piles)
SIGMA GROUP – RE-mail :[email protected] , [email protected]
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5 BG-7 Hydraulic Rotary Rig
(Bored Piles)
6 MGB2000 Oscillator with power packfor
casing diameter from 80
2507 BG 18/30
Hydraulic Rotary Rig (Bored
Piles)
8 Casagrande
C6
Anchoring and Micro-Piles
Machine
9 NTC
H 155 Hydraulic Crawler Crane
10 FIAT Mobile Crane
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring
11 Soil Mech Desander
12 Diesel
Generator Perkins - 160 KVA
13 Boom
Loader Hyundai
SIGMA GROUP – RE-mail :[email protected] , [email protected]
Tel: 04-2541066 , Fax: 04- 2541077 Tel : 0555504449 PF Piling & Shoring SIGMA GROUP – RE-mail :[email protected] , [email protected]
OFFICES IN UNITED ARAB EMIRATES
Head Office:
Root Piling Foundation L.L.C. Dubai/UAE Hoor Al Anz East, Deira, Dubai,
UAETel: +(971) 4 2666311
P.O.Box 18001, Ajman Fax: +(971) 4 2666315
Ajman Branch Sh. Khalifa Rd Alandalus 2, Ajman Tel +(971) 6 7497031
P.O. Box 18276, Ajman Fax: +(971) 6 7497032
Abu Dhabi Branch National Development Foundation Tel +(971) 2 5552906
P.O. Box 7820 , Abu Dhabi Fax: +(971) 2 5552903
E-Mail: [email protected]